| Nome |
# |
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Safety factors for the structural design of glass, file e0c31c0d-e061-4599-e053-1705fe0aef77
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1.295
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The influence of expansive cement on the mechanical, physical, and microstructural properties of hybrid-fiber-reinforced concrete, file e0c31c11-aa7d-4599-e053-1705fe0aef77
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270
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An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church, file e0c31c11-4906-4599-e053-1705fe0aef77
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193
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Influence of double hooked-end steel fibers and slag on mechanical and durability properties of high performance recycled aggregate concrete, file e0c31c10-f827-4599-e053-1705fe0aef77
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188
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Evaluation of engineering properties of calcium sulfoaluminate cement-based concretes reinforced with different types of fibers, file e0c31c0e-7807-4599-e053-1705fe0aef77
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177
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Bending-shear response of self-consolidating and high-performance reinforced concrete beams, file e0c31c0d-3e31-4599-e053-1705fe0aef77
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137
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Opening and mixed mode fracture processes in a quasi-brittle material via digital imaging, file e0c31c0d-34dd-4599-e053-1705fe0aef77
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129
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Response of steel fiber reinforced high strength concrete beams: Experiments and code predictions, file e0c31c11-3f52-4599-e053-1705fe0aef77
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129
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Laminated Glass Cantilevered Plates under Static and Impact Loading, file e0c31c0c-9828-4599-e053-1705fe0aef77
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120
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The effect of steel and polypropylene fibers on the chloride diffusivity and drying shrinkage of high-strength concrete, file e0c31c10-fe5e-4599-e053-1705fe0aef77
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112
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Damage assessment of three medieval churches after the 2012 Emilia earthquake, file e0c31c11-1227-4599-e053-1705fe0aef77
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102
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Post-failure behavior of laminated glass beams using different interlayers, file e0c31c10-11e4-4599-e053-1705fe0aef77
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99
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Long term response of glass-PVB double-lap joints, file e0c31c0d-9653-4599-e053-1705fe0aef77
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93
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Cold bending of vertical glass plates: Wind loads and geometrical instabilities, file e0c31c0f-f993-4599-e053-1705fe0aef77
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92
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Structural analysis and design of reinforced concrete bridge corbels, file e0c31c10-7e28-4599-e053-1705fe0aef77
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88
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Parametric Analyses of the Response of Masonry Walls with Reinforced Plaster, file b05988bf-6928-4183-ad94-1135a14e52d3
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83
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Sustainable Concretes for Structural Applications, file e0c31c0f-2edb-4599-e053-1705fe0aef77
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68
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A multidisciplinary approach to the conservation of an historical building in Mantua, file e0c31c09-5c91-4599-e053-1705fe0aef77
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62
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Overall response of 2-ply laminated glass plates under out-of-plane loading, file e0c31c12-5109-4599-e053-1705fe0aef77
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58
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Delamination tests on CFRP-reinforced masonry pillars:
Optical monitoring and mechanical modeling, file e0c31c0d-a875-4599-e053-1705fe0aef77
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56
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Size and shape effect in the pull-out of FRP reinforcement from concrete, file e0c31c11-4ee7-4599-e053-1705fe0aef77
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56
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Post-failure behavior of 2-ply laminated glass plates with different interlayers, file e0c31c12-b5be-4599-e053-1705fe0aef77
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38
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Inelastic Strain and Damage in Surface Instability Tests, file e0c31c0e-3f14-4599-e053-1705fe0aef77
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35
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Pull out of FRP reinforcement from masonry pillars: Experimental and numerical results, file e0c31c0e-409e-4599-e053-1705fe0aef77
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27
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An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church, file e0c31c0b-e73e-4599-e053-1705fe0aef77
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23
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Damage in glass-concrete composite panels, file e0c31c11-36af-4599-e053-1705fe0aef77
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20
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Review of the Main Mechanical Testing Methods for Interlayer Characterization in Laminated Glass, file 77bfcb19-552d-499d-b485-cf79e775621c
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15
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Testing masonry blockwork panels for orthotropic shear strength, file e0c31c0d-45e0-4599-e053-1705fe0aef77
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12
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Damage assessment of three medieval churches after the 2012 Emilia earthquake, file e0c31c0c-0e04-4599-e053-1705fe0aef77
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10
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Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake, file e0c31c0b-4ecb-4599-e053-1705fe0aef77
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8
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Response of steel fiber reinforced high strength concrete beams: Experiments and code predictions, file e0c31c0a-5449-4599-e053-1705fe0aef77
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7
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Influence of double hooked-end steel fibers and slag on mechanical and durability properties of high performance recycled aggregate concrete, file e0c31c0b-56e3-4599-e053-1705fe0aef77
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7
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Experimental and theoretical issues in FRP-concrete bonding, file e0c31c08-14dd-4599-e053-1705fe0aef77
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6
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Experimental characterization of bond strength in FRP-reinforced concrete specimens, file e0c31c07-f602-4599-e053-1705fe0aef77
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5
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Damage in glass-concrete composite panels, file e0c31c09-c673-4599-e053-1705fe0aef77
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5
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Experimental evaluation on long-term behaviour of cold-bent laminated glass, file e0c31c09-a73a-4599-e053-1705fe0aef77
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4
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The effect of steel and polypropylene fibers on the chloride diffusivity and drying shrinkage of high-strength concrete, file e0c31c0b-9834-4599-e053-1705fe0aef77
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4
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Constitutive relationships of different interlayer materials for laminated glass, file e0c31c0f-996f-4599-e053-1705fe0aef77
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4
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Surveying and Monitoring for Vulnerability Assessment of an Ancient Building, file e0c31c08-0d0e-4599-e053-1705fe0aef77
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3
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Delamination tests on CFRP-reinforced masonry pillars:
Optical monitoring and mechanical modeling, file e0c31c08-262b-4599-e053-1705fe0aef77
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3
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High-performance fiber-reinforced concrete: a review, file e0c31c09-ca15-4599-e053-1705fe0aef77
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3
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Post-failure behavior of laminated glass beams using different interlayers, file e0c31c0c-1315-4599-e053-1705fe0aef77
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3
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Numerical assessment of laminated cantilevered glass plates with point fixings, file e0c31c0f-6179-4599-e053-1705fe0aef77
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3
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Investigation of the mechanical and durability properties of sustainable high performance concrete based on calcium sulfoaluminate cement, file e0c31c12-120e-4599-e053-1705fe0aef77
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3
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Effects of elevated temperature and water re-curing on fracture process of hybrid fiber reinforced concretes, file 3fe80c84-eeb1-43b0-a985-b492f085f2d1
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2
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Design method for masonry structures retrofitted with steel reinforced plaster, file afdefaf2-4ed4-4bf7-a67d-5121f0951fa9
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2
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Safety factors for the structural design of glass, file e0c31c08-1c9f-4599-e053-1705fe0aef77
|
2
|
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Long term response of glass-PVB double-lap joints, file e0c31c08-1f42-4599-e053-1705fe0aef77
|
2
|
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Bending-shear response of self-consolidating and high-performance reinforced concrete beams, file e0c31c08-203d-4599-e053-1705fe0aef77
|
2
|
|
Opening and mixed mode fracture processes in a quasi-brittle material via digital imaging, file e0c31c08-2200-4599-e053-1705fe0aef77
|
2
|
|
Size and shape effect in the pull-out of FRP reinforcement from concrete, file e0c31c0a-6d86-4599-e053-1705fe0aef77
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2
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Bond-based peridynamic modelling of singular and nonsingular crack-tip fields, file e0c31c10-0634-4599-e053-1705fe0aef77
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2
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Effect of fiber hybridization on mechanical properties of concrete, file 44645624-d0e2-48be-b0e3-74b308608e3b
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1
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Effects of elevated temperature and water re-curing on the compression behavior of hybrid fiber reinforced concrete, file a61e19b6-6ec1-4a6b-afcf-2d05dc153adb
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1
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Progressive damage and fracture of laminated glass beams, file e0c31c07-d320-4599-e053-1705fe0aef77
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1
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Mechanical and Physicochemical Properties of Photocatalytic White Concrete Exposed to High Temperatures, file e0c31c08-10c1-4599-e053-1705fe0aef77
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1
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Mechanical properties of photocatalytic white concrete subjected to high
temperatures, file e0c31c08-113e-4599-e053-1705fe0aef77
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1
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Assessing the seismic vulnerability of a historical building, file e0c31c08-1665-4599-e053-1705fe0aef77
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1
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Assessment of historical masonry pillars reinforced by CFRP strips, file e0c31c08-24d9-4599-e053-1705fe0aef77
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1
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Pull out of FRP reinforcement from masonry pillars: Experimental and numerical results, file e0c31c08-2990-4599-e053-1705fe0aef77
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1
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Behavior of self-compacting reinforced concrete beams, file e0c31c08-3fdb-4599-e053-1705fe0aef77
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1
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Inelastic Strain and Damage in Surface Instability Tests, file e0c31c09-3b19-4599-e053-1705fe0aef77
|
1
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Shrinkage and temperature effects in glass-concrete composite panels, file e0c31c09-46a2-4599-e053-1705fe0aef77
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1
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On yielding, failure, and softening response of rock, file e0c31c0a-8a33-4599-e053-1705fe0aef77
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1
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FAILURE OF GLASS CONCRETE COMPOSITE PANELS, file e0c31c0b-f208-4599-e053-1705fe0aef77
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1
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Silicone bonded steel-glass joints under high temperature, file e0c31c11-f544-4599-e053-1705fe0aef77
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1
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Digital imaging monitoring of fracture processes in hybrid steel fiber reinforced concrete, file f9602feb-789c-49ae-ae6c-3f99351a4bee
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1
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| Totale |
3.886 |